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N V/ I- . U w .5 u 0 Q -RED ING ARGHITEGTS J 1211 J STREET,MODESTO,GA 85354 2011.522.5gOO Z_ (k SEAL: v a ARCy�� BUF�Fcl oP � z i3c•:� -R-Iq INSULATION AT WALLS, FLOORS, AND T REN. O PROVIDE-R-38 INSULATION AT ROOF AND J'] 03-31-21 p F0 Cf w GEILINGS PER TITLE 24 a N CONSULTANT: AD6 ( IAD6 ( AD6 I T.O. PARAPET 0 CED I" N I I I T.O. PARAPETI I T.O. PARAPET I T.O. PAYZAPET � I W I I T I I g I I I I I I AD6 I I I I T I I I I I I I I ~ I I ( I I I ( I TOP OF ROOF VARIES TOP OF ROOF TOP OFY200F VA�RI ES VARIES / TOP OF ROOF i T.O. PLATE T.O. PLATE T.O. PLATE T.O. PLATE 3 q q 3 3 G 3 q a O � � a MH SWTES C if IJ"IJ A R q11 O T T DOUBLE QUEEN SUITE OOUBL QU N C C' n n n Z I II I I II I I II I � I II I u I II I I II I I II I I II I I II I ] I II I I II I I II I I II I I II I I II I I II I O LL I II I I II I I II I I II I FINISH FLOOR #3 FINISH FLOOR #3 FINISH FLOOR #3 FINISH FLOOR #3 23'-q" N N N N 10 10 3 10 3 .40 14 / ♦) 14 / I < AD5 I I ( I AD5 AD5 I I AD5 I I D w O O DOUBL QU N - O O Q C OUB QU N SUITE o L 3 AD5 AD5 LL Q • SIM I I II I I I II I SIM rill",I II I I II IzI FIN15H FLOOR #2 I I FINISH FLOOR #2 16 I FINISH FLOOR #2 16 I FINISH FLOOR #2 AD5 I 13'-� 3/4" AD5 z ♦ / N ♦7�5 _ — / c\V SIM ♦_ SIM ♦_ _ N z p Zs 3 REVISIONS: 0 3 3 I BLDG DEPT. 10/12/18 BLDG DEPT. 10/31/18 1, I B.O. CEILING B.O. CEILING B.O. CEILING � AD q D„ 3 MARRIOTT O /20/Iq / I ♦ / ♦ 5 ASIN 00 EV 03/20/Iq / ♦ ( 14 14 ( I 14 I I AD5 13 AD5 ( I ♦ _ / ♦ / O O O O < N N C N N PLN PRO EGTBA PROJEGT ## 16700 O DO B E QU N DOUBLE QU N S I E MARRIOTT 44-76 D ry �' PERMIT # - O 16 16 16 AD5 AD5 AD5 APN # 058-66-012 TIFFN O - - ♦ / — - - ♦ / — — — �♦ DATE: 111151201b DRAWN: G.GUAJAR00 LL- FINISH FLOORAND I I FINISH FLOOR AND I I FINISH FLOOR AND s BASE ASSCHEDULED BASE AS 5GHEDULE0_ BASE AS SCHEDULED GHEGKED: D. BURKETT I I II I I 1 �� / ♦ I II I I II I I II I I GONG. SLAB (REF. ST-RUGT ] I I GONG. SLAB (REF. STRUGT.) I I GONG. SLAB (REF. ST-RUGT.) 2O o AD5 FINISH FLOOR #1 - FLOOR #1 - I I I _ SHEET TITLE: O, O., I i FINISH FLOOR #I FINISH FLOOR #I d MEMBERS OF THE PRIMARY 5T-RUCFRAME, THAT SUPPORT MORE I I I - - ° _ I / ` III III-I I °♦ e - -I I i - - - e ` ° III=III—III—I —III- THAN TW FLO s, OR ONE FLOOR AND ROOF, OR SUPPORT A LOAD -I III III III=III=— ° e d d ° ' III =III ° ' I=III=III- _I =III=III=III=III- BEARING WALL, ANON LOAD B AY21N6 WALL MORE THAN TWO I— 1- - —III III— z L II e III—III—III—I - STORIES IGH, SH LL BE PROVIDE WITH INDIVIDUAL ENCASEMENT 1 — ° ° — — — PROTECT ON BY OTEGTING THEM ON ALL SIDES FOR THEIR FULL —III — ° ° r SEE STRUCTURAL Q __ ° _ — LENGTH, I GLUDIN GONNEGTIONS T OTHER STRUCTURAL MEMBERS. SEE �I - -III—e 1=1 I I=1 I I III=1 I I=1 I I I I=1 I I III-I� ;I =1 I I III=1 I I=1 I I III III III III-� FOUNDATION III-III III III III III III III �� III I I III III-III III III=III III �� o ;III-1 -1 -1 -1 -1 1=1 II 11 SHEETS �11 —11 III III=1 III III =1 1 1 1=1 1=1 1=1 =1 � - I I—I III—III—III—III I I ,I ;III—III—III—III—III—III—III I _III—III—III—III—III—III—III—_ I I—III—III III— I I III III I I -1 =III=III=1 —III—7' BASE a SUBBASE -III III III—III—I —I 1= BASE $ SUBBASE 1 —I —III—III—III— I—I' BASE a SUBBASE -1 III III - 1 _III III III=III I III— I — I SEE STRUCTURAL —III I- PER SOILS�EPORT PER 5011-5-REPORT III III III III=1j1 SEE STRUCTURAL PER 501LSY�EPORT II — — III SEE STRUCTURAL DWGS FOR DWGS FOR DWC75 FOR FOUNDATION FOUNDATION FOUNDATION BASE 8 SUBBASE SHEET NO.: 3 PER 5011-5-REPORT s MALL SEGTION A230 SCALE: 1/2" = 1'-0"